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HomeMy WebLinkAbout20241043 Ver 1_Sandy Hollow Townhomes Sheet 11_20240731 6 Existing \ NC North Ri ;BA j Subdivison - I tt_. l \ r�6A; \ a III I Ex.Design Boundary \ '� rx.Desigl Sandy Ifol l Line I Subdi vision ow npeea, Berm ` Y SHFS_J Amid, Boa +,• smWASL 1 - Wetlands b Lire(TYp.) /` `J . . .\ I .I. i Site akam V34 ° Wetlands Impact Area /. �y/ `r�'S \•v� _ _ � �I / 5wa4 I $��. �vi� k iT II u \�i€€F'/ 'S. / If ' I ,E •j 'R n$ I ex.xwage pump yFb i ;p If \. '1�IL uf94ro"'• / Berm '. W.1 '6 oration trd silt ffaaim tm•t LI \ • • �� /�-WnikuMs OyY //4 �, l �. �. n6(n'P.)of 1 � LMrmitmM I of \W V IF.ttaa l At� v 5lrcam WI I sf \�.✓• Imr Our f �` jt Dumpster Pad m t € ° oxlstirg sedi O Sne bw'n 41 Irw ® ® 3'�. Germ ♦1 I I / € Install Swale 448 ui„ing on Property ne m 7. �, . ` .I Vicinity Sketch ..� t o ` .. .W All irW 44 Irw,Finwll silt € Not to Sink •I _ as 40 /` Iss- A .. O �' 3 1 �\ /y- Disturbanm Irw.In /` .' r SHFS Limit SPS Oriwn � O39 41.40 J H/C \k�e, 0 Legend. • /:ARA ASL-Apply Swale Liner ®-Brm YZ#]w/1P Wetlands Impart AllBO-Blowoff Top 48.5o Area#2-0.04 At. ` }Iy}I ¢,_Gentling -Concrete �•-r ...,.. .� / traani \ Ins.44.70\ Headwall W Cone.-Concrete 5'Cars. �, ,...' C M eb.-Existing libeoff Existing Lot Numbers \ Inv.Out 43.00 Sidewalk � .. /.•• � .. J1 :� \ 1254 .-...-...�...��...-n �e -Existing Fire Hydrant •� / \ EFW-Excelsior Fiber Wattle�. ®A \\ 8"SSF z L47.3J-Existing Spot Elevation EF i� \ \ ®sgv-Existing bate Valve F3 \ < v 0 emh-Existing Manhole ..`•.:: F2 \ ^t•y •� EOP-Edge of Pavement -Flow Arrow s'a• ex.-Existing ' 44.00n m. in MH r ask 49.91 r -brovel Emergency Fire Access Mai box K;sk •® •\.. ao Si 9°a /'1 r�ry �.•.-•- v. n 42.60n 429 #! \\ \ -�. nv.39.54 NI emh ® 6v-GoteVVyadlrant 44 l ' Inv.In \ N ex.W. �.� top 49.91 Pipe Label Fl o /.. a5.4o Inv--In e O m.34.54 E Exut MH-Unear Feet orsi Miva • MH-Manhole ® O 49.6 � �� 20 °g O-Proposed Lot Number's 20' ' ins,out Rend 'I 0 42.40 .. -e- - - Min.-Minimum Proposed Spot Elevation at. ro C0-Rock Check Dam E of _-- at 1 7r` �6� .. �.. RCP-Reinforced Concrete Pipe ®_Sediment Basin V• If z® /... .ve i ...� .. �� .... ®RRA-Rip pop Apron sf - nd9 K If r/ Remove Ex.BO Ex Deign a SHFS-Scour Hole Flow Spreader ®•Sediment Trap ...��• o11oN' H wan -- of bk - � $a RI W Inn.In I / / I Extend B•Water op..spsm 41.40 ' Y' ---- SPS-Sewn PumpStation - �-Wetlands Hatch Irma watt - -- - 55-Sonit ry Sewer ' In Front of Pi -___ _ Sta.-SU.. -Existing Fence rwwr Comm«Area n ace#1 _,.._ I" •7 kllnsmdIn 43.70 Wetlands Impact Area#2 YXw/IP-Yard Inlet With Inlet Protection .ProposedDltch/Swale Remove Ex.RCP rt --Silt Fence sod 3:1 side St Scala:1"-20' .......................Top of Bank Wetlands Impact Area#1 0 10 20 40 _.._.._.._-Wetlands Line Seale:1"=30' 0 10 20 30 60 FEET FEET Building J I Building #12 I #l0 W% WNW Wetlands Impact Notes: 9, Lias(Tl'p•) L Wetlands crossing:initial disturbance of this area shall be limited to only that arm minimally xrata I s r Frre m / lit" ` :'/ Pa sage of construction t to for the installation of the cross;n `/ I N19 � needed xecute 3 equipmen prepare g ckatng/Disrwbarn ® I .: sXFs „t,� �, `i ` �, �, �, // ® and toexecute upland construction on the oppo£rg side of tha crossing.Ckriuwn / Lurol sun nr<ar R3+�1 ng,grr,arwer � / •'� 5ih Faxx . . . . .Irota S era . •v �` land and a once of the subject arm shall not be r d.,,nad until all t to equipment,water,sewer•storm at Dlaturbones Um;w� �,•�• L;mir, I atck°ri LIMis w �� drain and erosion and sediment control materklsor devirs sufficient to substaMiall late the construction and stabilization of the crossing stockpiled at the lomtion.Due Building a:/ W h� ��l `��'• ® o� ng are Smgaa ory m� consideration shall be giwn to impending inclement weather conditions that my adveroely affect the completion of the crossing in the shortest time proctimble. 2.Establish clearing limits - tearand 0 I ® . env.Our 56.90 . silt fence at the wetlands line.Dorotclearordisturbaayunpermthx10 a. € XF5 } f per appro pans. grub armsiweded.Immediately install (` 3.No construction of the Grassing shill commence in the wetlands until all materials reided for the ANA"Tea Q 3.5 y Wetlands Impact I ar154.10 a"sv I I sa�wlk ® e"PVCWatr 5 Cana' crossingarestagedonsite. �•.fi2 •, Area#2-0,04 Ae. 6 6V : e"x6"T 1'I 6'Off EOP Sidewalk I 4.When possible,work in the wetlands shall be done during periods of dry weather. 5.Work in the wetlands shall be completed in the minimum time necessary. W.PVC Water : B"Tee ,F1H6V .T, S 6.Contractor shall install temporary rood bags and/or sheet pilings in the wetlands prior to construction 6'Off EOP .16V ' and bypass water as needed via a pump around.Pump around shall discharge into a rip cop lined basin or b a sediment bag ro keep sediment out of wetlands. 4 ® - 4 _ _ Road - - - - 7.Doing excovation,stockpile the top 12"±of topsoil,and reuse topsoil as the top layer of soil when .. a:.. .'. I f 24'Road ba kfillIng. :.,..v :. { O ` _ '® 44.gq m erne crown w----- ••• '� Install sewer and water under wetlands then storm drain pipe and Sea Plan and Profile for Additional _ __ _ � '...7�'� Rod Inforrnation.B«kfill,compact and regmde arm To on iml contours,or to grades shown on plan. , [ aLs Aatall silt femeat topof ditch hankand at wetlands lire to prevent erosion. [I -x...-...-...-... ...y...�..._...r�_...�• ,1 ,. MN 10.If wetland are sore disturbed,outside of the impact areas,they shall be regraded to original e ' y m b J fi4 62 B contours using topsoil far the top layer,and shall be seeded,wii hPmm�l seed. 1 ll Wetlands Impact zu L.F. Wetlands Ins cf lz see wetly permit for additional requirements. /,,ll``vjlp`I y _•.•y a _.-. j+ • i1.5m rest of design plans for additional acted suut p0 rr�• file ® .._...-. sowak e•ss t':�, Pa wetlands wi'eme s. ,.2psip; y ® Areo#5-0.01 Ac. % o ® 306 LF. Swala �� swak .� ._. .7 -.. ....��...��... 60a -, - `.' {� Area#4-0.11 Ae. (� tD Hmdm Swk SOk 8 55 '" " ��..-�'• s.ak ` t SEAL � 74575 ?�9�2 Ins.In 56. . ..��•...��•" f- p FEFWI - of of If of of - Wetland Impact Areas Ma E seek ...�.--64•..�•• Wetlands / . '6 ..at�..V,_.. .. of I" Line(TyPJ��•'• +v+ W W . W W Ex.15'Septic,Utility. / ,••, 's'nsnninn••e •• If If of If of sf sf of sf of sf r .Boundory. Ivran sin Fenn 4 Acwas Eaxmmt per nsm Fen« M.B.S,Pg Limits ,20, SANDY HOLLOW OWNHO ES ° / N T M•v In Frent of Neadwoll of Clean p Line at Clmri Limi,s 3 .6 n9 I Instal tt 0S.25M,Pg.259 ` ` ` ` ` ` ` ` ` '" '" ` 'r 'r '" / -�r Richlands Twp.,Onslew Co,North Carolina € �,(r `\ In Front of Heodmll tnnall Silt Fena M.B.4,1 Pg.I25 . W y f y y / Bryan Farms Section 2II 3 U. / + atmwri Limits R-207ax M.SZ,Pg..6 i .�" ` ` w xii i Low Wooded/Undeveloped pact A Offelte O.-IDewlopan 5 r To Pip. With ex.fence Wetlands Ins Area#4&#5 SePti.Sy- __C_ 5:°sid 5b Scale:I'. South State Development,LL gW•` `�,� `;� - 121 Garnet Lane 32; ,. Ex.Utility Drainage 4 0 10 20 40 Jacksonville,North Carolina 28546 Utlllty Easement envan Frme xaran ry Per M.B.53.Pg.53 Wetlands Impact Area#3 M.A.53,Pg.53 FEET R Fore DATE: 07/09/24 Seale:l"e20' singln Family � o 0 10 20 ao FEET SCALE:As Noted [ € TIDEWATER ASSOCIATES,INC. I jFiOdli-v Sandy Hollow,Pe.16,17,39,41,45 Consulting Engineers - Land Surveyors - Land Planner m !!E Dirk N.-Au M3007 Jack:onville,North Carolina 888 Filmrme:Wdl.P.eprrry-Tewohmm�Gsn.d,.g BUD P.O.Box976 - 30614-Bddg.Stfeet-28E40 lab Nees 52306W-8386 Sheet 11 of 11 Phane(910)455-2414-www.TidawatwENC.aam Ia.19a1 ' sa Firm License Number:F-0108